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HomeMy WebLinkAboutREVISION (3)76-01'
scale: 1/4" = F-0"
Area Tnhulaiion
Project Data
Project Name: Laberge residence
Street Address: Lot 2, Eden's Refuge
City: Port St. Lucie
County: St. Lucie
State: Florida
Scope of Work
New One level CBS
Single Family residence with loft
Building Code
Design Loads
Roof Live Load: 30.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 163 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Guardrails & Handrails: 200 lb. Point Loading
Guardrail In Fill Components: 50 lbs. PLF
2017 Florida Building Code: Residential Building Data
2014 National Electric Code NFPA 70 Occupancy Type: Group R
Construction Type: V
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Safe Load Taut Notes
1. All values based on minimum 4" nominal bearing.
Excepfion: Safe loads for unfilled U lintels most
be reduced by 20% if bearing length is less than
6 1/2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units at oaunds per tinier foot.
6. All safe loads are based : simply supported span.
7. Safe load ratings based u, rational design analysis
per ACT 318 and ACT 53v
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Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
1. Tnstallation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends W accomodate vertical cell reinforcing and
grout.
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to I 1 inch slump.
2. Rehr per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength =1900 psi
4. Manor per ASTM C270 Type M or S
SCANNED
y ✓t4:
All Rehar to he, 4S Grade 60 min_
MARK
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVLOAD
APPLIED
GRAVrrY LOAD
ALLOWABLE
UPLIFtMAD
APPLIED
UPLiFTLOAD
BEAM SPECS
L-1
4'-6"
6113
826
2724
934
8F16-1B/IT
-2
4'-8"
9311
722
4594
605
SRF35-IB/IT
LA
S-10"
4360
901
2093
875
8F16-IB/1T
L-5
T-8"
1568
801
1135
875
8RF14-IB,2T
-
T-8"
1843
1 794
1133
782
8F16-1B/IT
L-7
T-2"
2459
1013
1462
835
8RF14-iB/2T
L-8
17-4"
2047
550
1 872
150
8F38-1B/1T
L-9
5'-10"
4360
550
1 2093
L50
8F16-IB/1T
Mim. Beam depths shown, beams may be increased without comment
At Lintels larger than 24" provide (1) #4 vertical rebar
at 24"o.c. along length of lintel
comer bars at beam
(outside only) (2) comer
bars at footing (min.) —
vert. dowel lapped with
wall reinforcing, all
laps 25" (min.) in grout
filled cell
all comer bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
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date
revision
Plan Review
6/5/18
Comments
11/12/V
Pushed Rear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
s.l.
checked
s.l.
date
11/12/17
scale
as noted
job number
18077
sheet
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ST, Lucie County, permitting
Connector Schedule
Truss
Bearing
Point
Truss
Uplift
Connector
ID
Qnty
Connector
Uplift
Fasteners
17
1618
HETA20
1
18 t0
(9) 10d x 1 112"
A02
11
641
MTS18
1
1000
(14) 10d x 1 1/2"
16
1325
HETA20
1
1810
(9) 1Od x 1 1/2"
A03
10
795
MTS18
i
L000
(14) tOd x 1 1J2"
16
475
HETA20
t
1810
(9) IOd x 1 1/2"
A04
10
798
MTS18
1
1000
(14) tOd x 1 1/2"
17
1023
HETA20
1
1810
(9) IN x 1 1/2"
CO3G
12
1633
MTS18
2
2000
(14) lOd x 1 t/2" per strap
16
615
HETA20
1
1810
(9) 1Od x 1 1/2"
C04G
11
2145
HTS20
2
2900
(20) 10d per strap
All other
trusses
ALL
1000
MTS18
1
1000
(14) 1Odx 1 1/2"
to Frame
All other
trusses
ALL
1810
HETA20
1
1810
(9) 10d x 1 1/2"
to CBS
Valley
Trusses
Supporting
Framing
<250#
VTCR
1
370#
(4) 10d
valley
Truss
(3) 10d x 1 1/2"
Connector Schedule Developed from the Truss Placement
Plan and Engineering from East Coast Truss
Job Number J33917 Dated 3/22/18
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers spec's.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
2 x 4 blocking at 4'-Wo.c.
starting from ridge between
both top and bottom cords
for two truss spaces from
gable end
See truss shop
drawings
2 x 4 diagonal "X"
bracing at 8'-0"o.c.
starting from ridge
with (3) 12d each
end -x
(2)
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. cord
trusses 24"o.c.
see layout
Continuous 2 x 4 bracing /
fastened to beam with J
5/8" x 6" wedge bolts
with 1/8" x 2" washer 24"o.c.
Galv. drip edge
6" /-min. 4" lap
I x 3 p.t. over 2 x 6
Paint Grade Fascia
Gable end truss
by truss mfgr.
19/32" c.d.x. plywood
siding with 8d nails 4"o.c.
Cement Panel Siding over
one layer of House Wrap
2x "L" web stiffener
as required by the
truss mfgr.
"Simpson" HETA16 truss
to bond beam with (14)
10d x 1 1/2"
located at each truss
vertical
Concrete Bond
Beam
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Loft Plan
scale: 1/4" = F-0"
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date revision
6/5/18 Plan Review
Comments
11/12/1 Pushed Rear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
s.l
checked
a.l.
date
11/12 17
scale
as noted
job number
18077
Gable End Bracing Detail sheet
A-2
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15'-0"
0.00'
07kTWk('1 L7W, IS 7AI
+28.
Front Elevation -31.4
scale: 1/4" = r=0"
Rear Elevation
scale: 1/4"
57.9 57.9 57.9 I579 l
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sell
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Product Approval Affidavit Form
Category
Approval
Manufacturer
Model Number
Glass
Attachment Method
Building Design
Product Rated
Subcategory
Numbers
Type
Pressures
Design Pressures
EXTERIOR DOORS
Entry Door with Sidelites
FL#: 12334.1
Therma Tru
Glazed Fiberglass
Impact
Head & Sill: 3" & 7" from corners. Jambs: 6" from corners
and 14.5"o.c. max. Use 1/4" dia. tapcons with 1 1/4" embed.
+49.8 -54.5
+55.o -55.0
into concrete & #10 x 2 1/2" wood screw to mullion.
French Doors
FL#: 12334.4
Thernta Tru
Glazed Fiberglass
g
Impact
Head & Sill: 3" & 7" from corners and Midpoint, Jambs: 6"
from corners and 14.5"o.c. max. Use 1/4" dia. tapcons with
+49.8 -54.5
+55.0 -55.0
Double
1 1/4" embed. into concrete.
Service Door
FL#: 5891.4
Therma Tru
Opaque Fiberglass
NA
Head & Sill: 3" & 7" from corners. Jambs: 6" from corners
and 14.5"o.c. max. Use 1/4" dia. tapcons with 1 1/4" embed.
+53.2 -57.9
+67.0 -67.0
into concrete.
Sectional
NOA: 15-1229,08
Overhead Dr.
Series 57xx
Impact
5116" x 1 518" Lag Screws (Full Tread) One at each Steel
Track Bracket.
+45.0 -52.0
+28.1 -31.4
WINDOWS
Head & Sill: 8" from comers and mid point of panel &
Horizontal Roller
NOA: 160714.1
PGT Ind.
HR-5510
impact
4"o.c. of Meeting Rail. Jambs 8" from corners & 19"o.c.
+53.2 -57.9
+65.0 -70.0
Use 1/4" Ta con with 1 1/4" min, embed. into concrete
Head & Sill: 6" from corners & 16"o.c. max. Jambs: 6" from
Singlehung
NOA: 160714.03
PGT Ind.
SH-5500
Impact
corners and 17"o.c. max. Use 1/4" dia. tapcons with
+53.2 -57.9
+65.0 -70.0
with 1 1/4" min. embedment in concrete.
Mullions
NOA: 160218.03
PGT Ind.
Clipped Extruded
NA
(4) 1/4" x 2" Tapcons at each Mullion Clip
+53.2 -57.9
+/- 170.0
Tube
ROOFING
Panel
FL#: 14645.2
Metal Sales Mt .
g
5V Crimp, 26 aa.)
P i b
N.A.
#9-1Metal (en x an l) wood screw with uer.)washer. 6 per
panel width (end panel) 4 per panel width (inter.) 1 &"o.c.
panel or width
-65.2
-131.3
Roof Underlayment
FL#: 5259 R24
Polyglass USA
1'olystick TU Plus
Direct bond to deck
65.2
135.0
SIDING
rHardiPanel Siding
FL#: 13223.2
lame Hardie
HardiPanel
N.A.
1 112" long ring shank nails 16"o.c. to 2 x 4 framing / furring
-35.0
-44 9
5V Crimp (26 ga.) roofing
panels over 30# Felt on Pre Engineered Wood
19/32" c.d.x. plywood fastened Roof Trusses 24"o.c.
as per nailing schedule Shop Drawings by V
Others C; 00
See Connector `*
M
Schedule
12
R20 Spray Q Varies r� w
Foam Insul. v Z 4
Galv. Drip Edge C7 ,
Throughout over 1 x 4 p.t Ln cc
9' 4" T.O.B. N
2 x 8 Cedar `r`".
1/2" d.w. Fascia Board Q
w
1 x 4 p.t. Stucco Soffit Over
Fires top High Ribbed Wire73
F-6" Lath ct W
Install one layer of 15# Q O
felt to framing prior to
Two Course Perimeter installing wire lath •'� LL
Beam with (1) #5 Rebar V) rn
in each course, Filled 8 x 16 x 8 w 0
with Grout CMIJ Typ. g4 r
O V
1 x 2 p.t. furring
strips 24"o.c. Cement Panel Siding LU
with R4.1 Foil fastened with 1.5" long J
insulation Ring Shank Nails 6"o.c. 1-•�
into 2 x 4 PT furring 16"o.c.
r-t
1/2" d. Fasten Furring with 1/4" dia.
Tapcons 2 1/2" long 6" from
#5 vert. rebar in ends and 12"o.c.
grout filled cell Cover furring with House Wrap w
See Floor Plan N
for Locations o
Two Coat Smooth
Stucco over CBS r� U r
4" 3000# Fibermix Conc.
Vapor Bearier on #5 Vert. Rebar with
on .006 Q
10 Hook and 30 00
Clean, Compacted, Termite Lap. Tie to Vert.
Treated Fill Rebar In Cells
a
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0P.F.E.
.00'
Grade
\\AJ
(2) #5
Rebar
Typical Wall Section
Wind Zones - Walls
Gross Wind Pressures
End
Wind
Trib.
Zones - PSF
Zone
Speed
Area
1
2
3
4
5
<10 s.f.
-55.7
-65.2
-65.2
+55.7
-60.5
+55.7
-74.6
20 s.f.
-52.8
-62.3
-62.3
+53.2
+53.2
163 mph
-57.9
-69.5
4 ft.
+49.8
+49.8
Exp. C
50 s.f.
-49.1
-58.5
-58.5
-54.5
-62.9
100 s.f.
-46.2
-55.7
-55.7
+47.4
7.4
-52.1
-579
-5
Gross pressures are for windows, doors, framing,
roofing, and other building components and cladding.
Roof Zones: 1 thru 3
Wall Zones: 4 and 5
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date I revision
6!5/18 Plan Review
Comments
11/12/V Pushed Rear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
S.I.
checked
SA.
date
11/12/17
scale
as noted
job number
18077
sheet
A-3
Roof Plan
scale: 1/8" = F-0"
❑©
+53.2
57.9
W
Left Elevation
scale: 1/4" = 1'-0"
Right Elevation
scale: 1/4" = 1'-0"
19'-8"
9'-4"
IG U
Cross Section
scale: 1/4" = 1'-0"
15'-0"
9'-4"
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date revision
6/5/18 Plan Review
Comments
11/12/1 Pushed Rear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
sl
checked
s.l.
date
11/12/17
scale
as noted
job number
18077
sheet
A-4
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4" 2500#
Conc. Pad
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F-10
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4" 3000# Fibermiz Conc.
on .006 Visquine on Clean,
F-1
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19'-0'°
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Foundation & Footing Plan
scale: 1/4" = F-0"
F-2
F-3
F-4
F-5
F-6
F-7
F-9
F-10
18" x 16" mono. footing
with (2) #5 rebar cont.
18" x 16" O mono. footing
with 2 #S rebar cunt.
and curb
18" x 16" mono, footing
with (2) #5 rebar cont
Recess 4" at Shower
8°
mono.
with (1)#5 rebar con.
concrete
Pierf
Grade
8" x 16" mono. footing
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16"
8"
3" ay #5 Rebar
16°
Typical
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Typical
• p
18"
18"
Stem Wall
2,_0„
18"
18"
Square
(2) #5 Rebar
L
EDGE FOOTING
CURBEOOTNG
STEP FOOTING
TYP. SHOWER
THICKENED EDGE
PAD FOOTING
Each way
Square
INTERIOR FOOTING
AT GARAGE
RECESS
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F.F.E.
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Rebar
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in Grout Filled
Cell, See Plan
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Grade
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20" x 12" 3000# Conc.
Footing with (2) #5
�+
Rebar Cont.
1
F-1 Footing
scale: 3/4" = 1'4'
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizontally if required to
achieve minimum overages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superseded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
FORMWORK & SHORING
No structural concrete shall be stripped until it has reached at least
80% of the 28 day design strength.
Design. Erection, & Removal of all formwork, shores, & reshores shall
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be madecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4"
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two Iran eppoxy to
anchor the #5 rebar in place. Use either "Hiln C-100" or
Simpson Epoxy -Tie.
Cast In Place cone.
Steps with 2500# mix
and #5 rebar 12"o.c. 10" ' Typ. Nosing
each way
TYP
STEM WALL, SEE
TYPICAL WALL
SECTION
F-8 �
Garage Step Detail
0.00,
8" x 8" Footing
with (1) #5 rebar
continuous
F.F.E.
ITEM WALL, SEE
TYPICAL WALL
SECTION
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date
revision
Plan Review
6/5/18
Comments
11/12/1
Pushed Rear Wall
into Porch Area.
Added Stair Plan
and New Section
drawn
s.i.
checked
sd.
date
11/12/17
scale
as noted
job number
18077
sheet
A-5
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date revision
6/5/18 Plan Review
Comments
11/12/1 Pushed Rear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
SI
checked
S.I.
date
I/I2117
scale
as noted
job number
18077
sheet
A-6
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2 x 8 Purlin Framing
along bottom cord at
24"o.c. with LU28
joist hanger each —
end with (8) 10d to
beam and (6) 10d
1 1/2" to joists, Typ.
H1 J210 Hanger
Joists to Ledger
(8) 16d to Ledger
(4) 1 Od x 1 1/2" to joist
Typical
Roof & Loft Framing Plan
scale: 1/4" = 1'-0"
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2" or less shall have a slope of 1/4" per
foot minimum.
All sanitary lines above 2" shall have a slope of 1/8" per
foot minimum.
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18" above the crown
of the road.
2 x 10 Bridging
at Mid Span
2 x 10 Joists
16"0.C,
LVL
(2) 2 x 10 p.t. ledger
fastened to CBS —
with 1/2" x 8" wedge
bolts 24"o.c. with 3"
washer 11 II
3" v.t.r.
6x6p.t.
Column
Pad out chum.
flush to LVL
[BIN
2 x 8 p.t. Rafters 24"o.c.
Stub out forlc<
future bathroin
atticShwr.
r.
to septic
w1
1/2" 2" v.t.r.
system
C.O.
3"
Lav, Washer
2" v.t.r.
2" v.t.r.
3„
Lay.
Sink
Grout filled CBS
Sink
cell with #S vert.
Shwr.
3„
^
1 1_..
W.C. 3; q"
8x16x8
CBS Exterior
Plumbing contractor to provide a w.0
water hammer & shut off valve at
each fixture
Insulate all hot waier lines
PlumbinE Riser Diagram
n.t.s
L.4 V
(1) H2.5A at each
Rafter (5) 8d to
Rafter (5) 8d to
Plate, Typical
2 x 4 Frame
Kneewall, See
Section
Two H2.5A —
on Hip Rafter
1 x 2 p.t. 24"o.c.
see wall section
for insulation type
gyp. d.w.
Typical 2 x 4
`stud bearing
/ wall
2 x 4 p.t. stud fastened
to filled cell with 1/2" dia.
6" long wedge bolt with
1/8" x 2" washer 6" from
ends and 24"o.c.
Brng. Wall Attachment Detail
(1) H2.5A at each
Rafter (5) 8d to
Rafter (5) 8d to
Beam, Typical
Two H2.5A
on Hip Rafter
(2)2x4
TOP PI all
SP4 16'Vc.
(6) 1 Od NAIL
(2) 2 x 12 HEADI
BOND TOGETH]
WITH 16d AT 6"(
9'-4"-
8'-6 3/4"—
1 AT EVERY STUD
TH (6) 1Od NAILS
P & SILL PLATE
'2) MSTA18
14) I Od NAILS
)2x4STUDS
x 4 P.T.
PLATE
Brng. Header Detail
0.00' F.F E
Insulation
per Energy Code pre engineered
f' trusses 24"o.c.
1/2" drywall
1/2" d.w.
2 x 4 plate
1/2" gyp. d.w.
�RII batt insulation
Office
sealant under
sill plate
STEM WALL, SEE
TYPICAL WALL
SECTION
Garage
2 x 4 blocking at
mid point of wall
2 x 4 studs 16"o.c.
2 x 4 p.t. plate
nails 12"o.c.
8d Cased hard coil
1 x 2 p.t. furring
24"ex. to CBS
wood base
Adj. Wall at Garage
2 x 10 Floor
Joists 16"o.c,
1/2" gyp. d.w.
(2) 2 x 4 plate
with SP4 with
(6) 10d x 1 1/2"
at each stud
1/2" gyp. d.w.
2 x 4 studs 16"o.c.
2 x 4 p.t. plate
with SP4 with
r (6) 10d x 1 1/2"
at each stud
wood base
wdia. wedge bolt
wit
ith 3" x 1/8" washer
7" embedment 24"o.c.
Interior Brng. Wall
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date revision
6/5/18 Plan Review
Comments
1,/12/1 PushedRear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
s.l.
checked
a.1.
data
nnz�l7
scale
as noted
job number
18077
sheet
A-7
STRUCTURAL NOTES:
All reinforcingg steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1" concrete cover, or as follows:
BOTTOM TOP SIDES
Beams: 11/2" 11/2" 11/2"
Slab on Grade: 1 1/2" 1" _
Structural Poured: 3/4" 3/4"
Poured Walls: _ _ 3/4'
Slabs exposed
to the weather 3/4" 1" _
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforein�
Concrete Structures" and the current "ACI Building Code 318'
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fe') in 28 days as follows:
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
(c) Roof members should be secured to the beams or other
structural components with hurricane anchors for wind uplift.
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/360 max. deflection.
All bolted connections shall be 1/2" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c.
Install one layer of 15# felt to framing prior to installing ribbed lath
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type ll) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field.
If roof pitch is <4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
5/8" cAx. sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends.
All roof trusses are to be pre -manufactured assemblies provided by
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida registered
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
drawings and data.
01 engineered headers and truss hangers to be provided by the
truss manufacturer.
Splitting or cracking of structural components due to installation of
hardware is not permitted.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S.
SET AT 6" FROM CORNERS AND AT 12"o.c. MAX.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NABS
OR "T" NAILS" 4" FROM ENDS AND 12"o.c.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
SHEATHING NAILING NOTES
Nailing Pattern
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
Zone 2: 8d at 4"o.c. edges & field
Zone 3: 8d at 4"o.c. edges & field
Pneumatic Nails
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions:
Min. nails size 8d or larger ring shank with
Min. shank diameter .113
Min. Length: 2"
Min. Head Diameter: 280 Full Round
Min. Ring Diameter .012 over shank dia.
Min. 16 to 20 Rings per inch
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailing Schedule
ROOF & FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6"o.c.
at supported panel edges and #8 gun
nails at 6"o.c. at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4"o.c.
EXTERIOR SHEATHING
Use #8 gun nails at 4"o.c. at panel edges
and #8 gun nails at 4"o.c. at panel top and
bottom and 6"o.c. in field
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
Gaty. Cap
2" dia. Galt'
Pipe
Set ballard 12"
from appliance
Galy.
(4) 1/4" x 2 1/4"
Tapcons
Ballard Detail
scale: 1" = P-0"
Conc.
VA
Bottom Cord Lateral Bracing
-� 8" x 16" C.M.U. WITH CELLS FILLED
WITH GROUT& (1) #5 VERT,
El V
DOWEL
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2" x 1/8" WASHER 12" FROM ENDS
AND 24"o.c. MAX.
DOOR HEAD
1A"x23/4"TAPCONSSTAGGERED
24"o.c.
e Door Buck Detail
04
th
U
2 x 4 cont. fasten
to top cord (2) 16d
Top Cord
of Truss
Pre Eng.
Truss —�
Ffff".
2x4
24"o.c.
CBS Rake Wall
See Detail
2x4PT
Cont. -•N
1/2" d.w
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
strips 24"o.c. —,
with R4.1 Foil
insulation
1/2" d.
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
4" 3000# Fibermix Cone.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill
0.00, F.F.E.
(2) #5
Rebar
15# Felt under outlookers
Continuous along length and
with of beam
- (1) HETA12 (7) 10d x 1 1/2"
See Typ. Wall
Section
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
Cement Panel Siding
fastened with 1.5" long
Ring Shank Nails 6"o.c.
into 2 x 4 PT furring 16"o.c.
Fasten Furring with 1/4" dia.
Tapcons 2 1/2" long 6" from
ends and 12"o.c.
Cover furring with House Wrap
Galv. Flashing
Stucco over
CBS
8x16x8
CMU Typ.
Two Coat Smooth
Stucco over CBS
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
�t Grade
Gable Rake Wall Section
Change in Boni Beam Elev.
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stucco finish -/ /
perimeter caulk J/ /
Attach p.t. bucks J
with 8d coil nails at
12"o.c.
Typ. Alum. window.
jamb or sliding glass
door jamb
CBS
Min. 1 1/4" embedment
o at windows and min.
1 1/2" embedment at
a ° ° sl. gl. doors
4
d
° 1/2" drywall
NOTE: Method of attachment and
waterproofing procedures are the
same at poured concrete sill.
Coat Bucks with DryLock Waterproofing
after they have been installed and Chaulked
1/4" max. struct. shim
caulk
attach as per
manufacturers
product approvals
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
Cast in place rak
beam with (1) #`
12 cont. to undersid
See Truss truss bottom con
Layout
Typical
Foundation
CBS Rake Wall Detail
of
I
6 Vert, Reinf.
n Grouted Cell
iee Floor Plan
'or Locations
Top of Rake Wall
to be 3 1/2" below
Top of Truss
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date revision
6/5/18 Plan Review
Comments
11/12/1 Pushed Rear Wall
into Porch Area
Added Stair Plan
and New Section
drawn
S.I.
checked
s.l.
date
11/l2/l7
scale
as timid
job number
18077
sheet
A-8
ELECTRICAL LEDGEND
10 RECESSED LIGHT WITH LENS (9 EXTERIOR & WET LOCATIONS
-f:i- SURFACE MOUNTED LIGHT FIXTURE.
TTTF---e--t SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
i
UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS )
ORECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN WITH LIGHT OPTION
® CARBON MONOXIDE
O SMOKE DETECTOR
EXHAUST FAN OUTLET
MOTION SENSOR
A O �J THERMOSTAT ON SWITCH
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
DUPLEX OUTLET CS5 SMOKE DETECTOR
220 V OUTLET
-W SWITCH �+ TELEVISION
-1Tw THREE WAY SWITCH TELEPHONE
-W DH%EyIER SWITCH 0 PUSHBUTTON
D
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.P.
ALL 120V SINGLE PRASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS
IN FIELD WITH CONTRACTOR
UNFINISHED
Attic
,§Jnoke detectors wired to 120V Bathroom lights
Son Switchable, Non GF1
Electrical contractor to verify all equipment loadsprior to
§tart of construction. Electrical contractorto recalculate
electrical schedule if loads are to be modified
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the National Electrical Code
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4, All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
5. Ensure min. 36" clear between equipment and disconnects, Typical.
Floor
1T Mount
Water
Well
Irrigation
Pump —
Loft
Electric for
Septic System
Equipment
3" vent
to soffit
FPL
3" vent
to soffit
FY
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Fan & Light
Office
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Electric Garage
Panel
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Electrical Plan
scale: 1/4" = F-0"
3W
Kitchen
Entry
1
Electrical Load Calculations
2340 Living S.F. at 3 VA
7020 watts
One 20 Amp Appliance Ckts.
1500 watts
Two Laundry Cir. @ 1500 watts
3000 watts
One Range
8000 watts
One Dishwasher & One Disposal @
1500 watts each 3000 watts
One Microwave @ 2000 watts
2000 watts
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1500 watts
Three Baths @ 1500 watts each
4500 watts
One Sprinkler Pump
1800 watts
One Well Pump
1800 watts
Water Sof rer
1800 watts
Septic
2000 watts
Total 42,920 watts
First 10 KVA at 100% 10,000 watts
Remainder at 40% 13,168 watts
Total 23,168 watts
One AC Heat at 100% 10,000 watts
Total 33,168 watts
33.168 W / 240 V = 139.2 Amps
Use 225A Service
3W ,�
3W
a w r" cV
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to lights
o lghts
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(3) #4/0 (TRW) copper r/a
and (1) #2 ground (THW)
copper in 2" galy. conduit
(3) #4/0 (THW) copper
and (1) #2 ground (THW) Wall F.P.L. service w
copper in 2" galy. conduit (if overhead O U
service) (S�
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Panel: 225 A.M.C.B. O C) a
225 Amp
1,e, 3W 40 Circuit
120/240 Volt Panel M
a.c.
disc. (3) #4/0 (THW) copper
and (1) #2 ground (THW) date revision
copper in 2" galy. conduit
6/5/18 Plan Review
Comments
5/8" die. x 10'-0" F.P.L. service(if underground 11l12(1 Pushed Rear Wall
long ground rod 3/4" copper service) into Porch Area
water pipe Added Stair Plan
and New Section
drawn
1.
checked
vl.
date
11/12/17
8'-01, scale
as noted
tie ground wire job number
to footing rebars
18077
Electrical Riser Diagram shear
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